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HomeMy WebLinkAbout51184-Z �o3�Of SO4lyo(o Town of Southold * * P.O. Box 1179 .. io0 53095 Main Rd ��y�nuxrr a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46893 Date: 03/09/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 2845 Hobart Rd Southold, NY 11971 Sec/Block/Lot: 65.4-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/29/2024 Pursuant to which Building Permit No. 51184 and dated: 09/16/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Interior alterations and window/door replacements to an existing single-family dwelling as applied for. The certificate is issued to: Seafarers Bungalow LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51184 3/6/2026 PLUMBERS CERTIFICATION: George J. Berry Jr 3/6/2026 uth riz gnature aoFsouTyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51184 Date: 09/16/2024 Permission is hereby granted to: 011en Peter M Trust 75-26 Bell Blvd Apt 5E Bayside, NY 11364 To: Construct interior alterations and window/door replacements to an existing single-family dwelling as applied for. Premises Located at: 2845 Hobart Rd, Southold, NY 11971 SCTM#65.4-14 Pursuant to application dated 67/29/2024 and approved by the Building Inspector. To expire on 03/18/2026. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $450.00 CO-ALTERATION TO DWELLING $100.00 Total $550.00 Building Inspector pF SO(/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn P.O.Box 1179 Southold,New York 11971-0959 �lif'coum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 011en Peter M Trust Address: 2845 Hobart Rd city: Southold St: NY zip: 11971 Building Permit#: 51184 Section: 65 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: License No: SITE DETAILS Office Use Only Commercial Indoor X Basement Service X Solar Residential X Outdoor X 1st Floor X . Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic X Spa Generator Survey I Mezzanine Garage I Dock INVENTORY Service 1 ph X In-wall Heater Recpt 24 Ceiling Fixtures 4 Smoke Detectors 3 Pump Service 3 ph Hot Water 304 GFCI Recpt 3 Wall Fixtures 5 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 13 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower Range Recpt 50A Ceiling Fan 2 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights 6' Fridge 1 AutoCover ARC Blower Heads Switches 24 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 14 ERV Exit Lights Bath Exhaust Hood 1 Dehumidifier Other Equipment: 200A MeterMain Disconnect, 200A Panel 40 Circuit/23 Used, Dual Fuel Oven Gas&Elec. AC Disconnect but No AC Notes: One Story House Inspector Signature: Date: 3/66/26 nQf S��/jy�� Town full Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971=0959 j BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR - 6 2026 ��vk1@�S=Z�C"�n.E�c2�'s4Tf�F�ti CERTIFICATION { 1 Date: Building Permit No. Owner: Cho_/;�-r« Cti;c (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 61 (Pildmbers Sworn to before me this 3 day of , 20 Z 6/ Notary Public, 4-461 1�_County VICKI t BERRY Notary.Pubhc-State of NeW,York No.:01B 6070081 Qualified in buffolk Cou Commission Expires - 1 "oZ pF SOUIy�� � f ' # # TOWN- O SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ' [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: Grva.- j'il r C DATE INSPECTOR .51r �F SOUTyOlo TOWN OLD ILDING DEPT. cou 1-765-1802 IN ;; ION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ZFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �jo CUSS . DATE -�.2� INSPECTOR �a SOOIyO# N TOWN OF SOUTHOLD BUILDING DEPT. ^norm��'' 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH'PLBG. [.: ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �a '.C2-S DATE -INSPECTOR pF SOUTyO -- --- �I � # TOWN OF SOUTHOLD BUILDING DEPT. • io cou 631-765-1802 INSPECTI-ON [ ] FOUNDATION 1ST/ REBAR [ OUGH PLBG. [ .] FOUNDATION 2ND [ NSULATION/CAULKING [✓j FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ,RENTAL, REMARKS: PwPAL4, skftj svv_- o� ukAo, DC 6P� Jolt ovl2a_, o DATE �� a'� INSPECTOR SOUlyolo Q * TOWN OF SOUTHOLD BUILDING DEPT. ^0um 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR *OF SOUTy�Io # * '-TOWN OF SOUTHOLD BUILDING DEPT. O � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ]: FRAMING /STRAPPING [ FINAL [. ]' FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ :] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. DATE INSPECT00c ark OF SOUTyolo `'y 5 - * # TOWN O� SOUTHOLD BUILDING DEPT. `ycoo 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR DATE ® 7 INSPECTOR OF SOUIyOlo I J * # TOWN O SOUTHOLD BUILDING DEPT. Coum" 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE V3 INSPECTOR } wsr$flit F W040'� o a o v, o E 3 AMr° 0 � a O 8 O_ h N Vi ti L 5/8/25,7:58 AM image001.png 1 N. WIN , c jj tiFIA"`6113J'I 1 cilaffiAs ear YNENE t7t1,A4t17711:V h�'Yr' .7• Radiant Drywall and Insulation Corp. ,1 „c'*u,���h�,, tu�uw l7ariian�lnsulSystems.cam. P O Box 899 Middle Island,NY 11953 Phone:631-924-0500 Fax:631-924-4584n'4ri I'OptrI ice; Ryl +. 4 g Commercial Lic:Suffolk:36254-H Residential Lic:Nassau:H1901650000 I Certificate of Insulation j 5/1/2g25 s Quarty Construction Jobsite: 2845 Hobart Road Southold, NY Radiant Insulation Systems has supplied and installed the following insulation items. Please see the locations and values as listed. j l Closed Cell Spray Foam installed in roof area at 5" (R-37.5)- Covered with No-Burn Intumescent paint to manufacturer specification. Closed Cell Spray Foam installed at outside walls at 25' (R-18.75)—Covered with No-Burn Intumescent paint at areas not covered by drywall. i R-30 Kraft Paper installed at basement ceiling and steel insulation supports. One part foam to all windows. Fire caulked all penetrations. i ECE0IE �.,f Tony Costagliola MAY — 7 2025 1 Vice President t Building l3epartrnent Town of Southold I , i i https://mail.google.com/mail/u/O/#inbox?projector-1 1/1 .CTION REPORT DATE COMMENTS V 'b — to --FOUNDATION (1ST - --- ------- ) rya -�C FOUNDATION (2ND) � z -3-zc No a.cce-s s. Oc� . S. pvx ROUGH FRAMING& PLUMBING �� a Aht �i INSULATION PER N.Y. STATE ENERGY CODE CPO- ,© r FINAL 0 ADDITIONAL COMMENTS „S Pau off. 1-79 ID9 nL c-4 j B - o -a �✓� - Z W � � o z �x r� d o�SufFOr c TOWN OF SOUTHOLD—BUILDING DEPARTMENT s= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D ��D V n PERMIT NO. I V Building Inspector: -' JUL 2 9 �024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEpT Owner's Authorization form(Page 2)shall be completed. TO " )F SGUTg1QT Date:07-01-24 OWNER(S)OF PROPERTY: Name:Chelsea Chafkin SCTM#1000-065.00-01.00-014.000 Project Address:2845 Hobart Rd, Southold, NY, 11971 Phone#:774-454-9404 Email:chelsea@ammildevelopment.com Mailing Address: CONTACT PERSON: Name:Ralph Michele Mailing Address:255 W Main St Smithtown NY 11787 Phone#:516-818-5368 Email:ralph#rjmdesignsny.com DESIGN PROFESSIONAL INFORMATION: Name:Michael Angelone Mailing Address:4 Podn PI Oyster Bay, NY 11771 Phone#:516-922-2024 Email:angel ss@verizon.net CONTRACTOR INFORMATION: Name:Quarty Construction Mailing Address:PO Box 1949 Southold, NY 11971 Phone#:516-381-3137 Email:_guartyconstruction@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure []Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $75000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property;residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r-40 this property? Dyes 8 No IF YES,PROVIDE A COPY. 8 The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,county,New York and.other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildingis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name):Ralp ichele IgAuth rized Agent ❑Owner Signature of Applicant: Date: � 'L� ay CONNIE D.BUNI STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: (Qualified in Suffolk County 'COUNTY OF ) Commission Expires April 14,2 K)Q�K \"k\0AXtl —' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the y_1V11C_" (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and. that the work will be performed in the manner set forth in the-application file therewith. Sworn before me this elm 0 C) day.of' 20 �T Notary Public (Where the applicant is not the owner) Chelsea Curcuru residing at 5-725 S .klal12U yA&Q �lV( W W��RIM do hereby authorize Ralph Michele to apply on my b alf to the Town of Southold Building Department for approval as described herein. "I' - (14=:` __ I 71 l.0/6�mlq 0 0�wnneernr's Signature 1 1 Date c� 1d'CA Lr Print Owner's Name 2 Q E C E 0 V E VA BUILDING DEPARTMENT-Electrical Inspector F E B 1 2 2025 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1179 Building Department j , Southold, New York 11971-0959 Town of Southold ;Ajol ��p Telephone(631)765-1802- FAX(631)765-9502 ameshautholdtownny.aov--:. nd(a)southoldtownnyov x. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/12/25 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec.email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec.Address.: PO BOX 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Chafkin Address: 2845 Hobart Rd, Southold Cross Street: Phone No.: Bldg.Permit#: 1 o 8` email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): New electrical rough for renovation of existing dwelling Square Footage: 11loo Circle All That Apply: 1 v4sp t 'use W 1 8 ZAP Is job ready for inspection?: 0 YES❑NO ❑Rough In ❑ Final // Do you need a Temp Certificate?: Fv YES❑NO Issued On�l�tuQGa( z(I�2S Temp Information: (All information required) Service SizeFv�1 Ph❑3 Ph Size: 200 A #Meters / Old Meter# S$� � ❑New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect[:]Underground OOverhead #Underground Laterals 0 1 2 F1 H Frame M Pole Work done on Service? ✓ Y EIN Additional Information: PAYMENT DUE WITH APPLICATION (70 r(2- c p, P S118`� IP �SufFot/(co ��p Gym BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # (0 Date "roar )2, 2025 Customer Name 61a Electrician Name ZCDV%ic.�owe� 6�» Address 9.NS ar,F Rd• u-}[7o�d Phone e-mail a-mail -Pe ab •` er5 C •catM Phone License# ym 4SOSIa Size 200 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N !.S Flood Reconnect Old Meter# q 3 S$288 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by QECEu v E R F E B 1 2 2025 sl U�FQ1 BUILDING DEPARTMENT-Electrical Inspector s%05 AA, TOWN OF SOUTHOLD { Town Hall Annex-54375 Main Road -PO Box 1179 Bullclirtg Department s, Southold, New York 11971-0959 Town of Southold �"Sr Telephone(631)765-1802- FAX(631)765-9502 amesh southoldtownny.gov—�_eand_southoldtownny. o_v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 2/12/25 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec.email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec.Address.: PO BOX 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Chafkin Address: 2845 Hobart Rd, Southold Cross Street: Phone No.: Bldg.Permit#: .rj 11$N email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): New electrical rough for renovation of existing dwelling Square Footage: 11loo Circle All That Apply: /9 Z�e Is job ready for inspection?: YES❑NO Rough In FIFinal Do you need a Temp Certificate?: YES❑NO issued On (Ftv—&Jl°� Temp Information: (All information required) Service Size-1 Ph F-]3 Ph Size: 200 A #Meters Old Meter# ❑New ServiceQFire Reconnect[]Flood Reconnect[]Service Reconnect QUndergroundE Overhead #Underground Laterals 1 FJ2 r7l H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION a L C701 (P PERMIT# Address: Switches Outlets GFI s Surface Sconces H H's UC Lts �� Fridge HW CS POOL ,, Panel 2g Fans Mini Fr. W/V,22 ! Pump Exhaust Jen Sump Heater Trnsfmr Smokes l DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amp Have I &sed 2>,; l 20 Sub Amps Have Used Com nits GU�- 0 o'� O /P, P f Pa S.C.T.M. NO. DISTRICT: 1000 SECTION: 65 BLOCK: 1 LOT(S): 14 1.4N ti� / 13 LOT 3 \+ x +� I 14.3'E LOT 117 / o�J jl _/ wU z 6`SO o ' Yj o wo LOT 1 h� \ \ ,g¢2,24.4' :.... / o ;;1 STY FRAME''' DWELLING Ohl "o %O% � LOT 2 `oo 0 0 Fo11-A Zo J��aQ� 1.6E O� Aq O V, j00 yy .001 U.P. o U.P. W.V. ` GUY THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERSS, AREA:12,973.98 SQ.FT. or 0.30 ACRES ELEVATION DATUM: UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NS7777J77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OF:LOT 1 o-F.' NEw CERTIFIED TO: TOM OLLEN; MAP OF: SUBDIVISION OF PROPERTY OF JONATHAN T. OVERTON P��N M• tj1,0Al � FILED: APRIL 30, 1931 No. 1055 SITUATED AT:SOUTHOLD rr 0 TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK tp 0S0882 . JQ� Professional Land Surveying and Design s P.O: Bog 153 Aquebogue, New York 11931 FILE #224-28 SCALE:1"=20' DATE: FEB. 26, 2024 N.Y.S. LISC. N0. 050882 PHONE (831)298-1588 FAX (631) 298-1588 TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APPROVED AS NOTED PROPOSED WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN FLOOD DATE•ff I b-2 B.P 4 g SEISMIC `�- INTERIOR GROUND DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL SNOW Topographic S ecial wind Windbome debris Weatheringa HAZARDSg FEES�BY: SpeeddP CATEGORYf depthb Terr itec TEMPe REQUIREDh INDEXi TEMP] ALTERATIONS LOADo I (mph) effectsk regionl zonem NOTIFY BUILDING DEPARTMENT AT Insert 631-765-1802 8AM TO 4PM FOR THE 1 mile from the 20 130 NO NO B SEVERE 36" HEAVY 15° YES flood zone 452 52.7° FOLLOWING INSPECTION ' coast or NIA FOUNDATION-TWO REOUIRED FOR POURED CONCRETE MANUAL J DESIGN CRITERIA Indoor Heating ELECTRICAL ROUGH-FRAMING&PLUMBING Altitude 2845 HOBART ROAD Winter Elevation Latitude Summer cooling design Design temperature cooling temperature INSPECTION REQUIRED INSULATION SOUTHHOLD, N.Y. 11971 heating correction factor temp. difference FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.0. 98 ft. 40° 1 15° 1 85° 1 1 1 70 75' 55° Cooling temperature Wind velocity Summer ALL CONSTRUCTION SHALL MEErTFI'� Tax Map #: Wind velocity heating Coincident wet bulb Daily range Winter humidity difference cooling HumidityREQUIREMENTS OF THE CODES OF NEW 15° 15 MPH 7.5 MPH 72° Medium 45 55°A 32 GR@50%RH YORK STATE. NOT RESPONSIBLE FOR 0400-281.00-01.00-070.000 DESIGN OR CONSTRUCTION EARM For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ENGINEER' a.Where weathering requires a higher strength concrete or grade of masonry than necessarty to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. The weathering column shall be filled in with the weathering index,"negligible,""moderate'olr"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined from MICHAEL ANGELONE PE LLC ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. COMPLY WITH ALL CODES OF b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),they frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth column AS YORK STATE&TOWN CODES MICHAEL ANGELONE with the minimum depth of footing below finish grade. AS REQUIRED AND CONDITIONS OF 4 POND PLACE c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speeed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance S�tS�i DT01rR� ° OYSTER BAY, N.Y. 11771 with Section R301.2.1.4. UTHO DT E e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-perccent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D MOM T10n�� ,I �i�G[� � TEL.:516.922.2024 FAX: 516.453.6002 temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] �1 f I�`v��jSTh Y�QE� f.The jurisdiction shall fill in this part of the table with the seismic design category determinecd from Section R301.2.2.1. �i• g.[NY)To establish flood hazard areas,each community regulated under Title 19,Part 12031 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood SOVTHOID HP�i CONSULTANT: hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: 4Vt IY � I.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and dceclared to be part of this section. RJ M D RA'FTIN G . h. In accordance with Sections R905.1.2,R905.4.3.1,13905.5.3.1,R905.6.3.1,R905.7.3.11 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall I I.The jurisdiction shall fill in this part of the table with the 100-;year return period air freezing iindex(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center PLUMBING AND-DESIGNS ALL PLUMBING WASTE j.The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 327)." }'` k. In accordance with Section R301.2.1.5,where there is Iccal historical data documenting)structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the &WATER LINES NEED I i, I.In accordance with Figure R301.2(5)A,where there is local historical data documenting uniusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements. TESTING BEFCRE COVERING m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. �T I n.The jurisdiction shall fill in these sections of the table to establish the design criteria using'Table 1 a or lb from ACCA Manual J or established criteria determined by the jurisdiction. 7 0 L D L A N D E R S C T o.[NY]The ground snow loads to be used in determining the design snow loads for roofs arse given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their SMITHTOWN, NY 11787 �� ralph@rjmdesignsny.com �p PLWAGER CERTIFICATION (516) 818-5368 FAX (866) 789-7930 ON LEAD CONTENT BEFORE f CERTIFICATE OF OCCUPANCY Contractor must verify all measurements and w� SOLDER USED IN WATER conditions prior to beginning any work. Nf 51028'40 �W rr 11E.50' i SUPPLY S YSM!, CANNOT Report P g ort all discrepancies to the Engineer in EXCEED 2110 OF 1% LEAD. writing. Plans subject to approval by all o M . 1 ` 2� governmental agencies having jurisdiction. GENERAL CONDITIONS The Engineer has not been retained for any • field supervision or inspection. His R301.5 Live Load R301.7 Deflection \+ d 1. ALL DESIGN,FABRICATION AND CONSTP',iCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE The minimum uniformly distributed live load shall be as provided in Table R301.5. The allowable deflection of any structural member under the live load listed in Sections R301.5 and \ �!� �• FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: responsibility is limited t0 the accuracy Of the TABLE R301.5 R301.6 or wind loads determined by Section R301.2.1 shall not exceed the values in Table R301.7. y p�3 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD 5(in pounds per square foot) U Engineer lam. The En T is further not responsible -2020 RESIDENTIAL CODE OF NEW YORK STATE P g P STRUCTURAL MEMBER ALLOWABLE DEFLECTION CP� SHOWER 2020 MECHANICAL CODE OF2020 ENERGY NEW YORK STATE CODE OF NEW YORK STATE for any damage arising out of the contractor's { -2020 FUEL AND GAS C0DE OF NEW YORK STATE l RAFTERS HAVING SLOPES GREATER -2020 PLUMBING CODE OF NEW YORK STATE failure to execute the work exactly as shown USE J LIVE LOAD THAN 3/12 WITH NO FINISHED CEILING U180 0' WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. on the approved drawing(s). UNINHABITABLE ATTICS ATTACHED TO RAFTERS 0 2. THE GENERAL CONTRACTOR IS RESPONa,:!_E FOR COORDINATION OF WORK WITH WITHOUT STORAGE 10psf Ci' y :'':'' ,,�` INTERIOR WALLS AND PARTITIONS H/180 1200 ;::,�c�,1 ti� 8 ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. y UNINHABITABLE ATTICS WITH '�� �'L�pO N 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION LIMITED STORAGE 20 psf FLOORS L/360 0`\ �Z ) �yss p AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. HABITABLE ATTICS AND ATTICS U360 , �� ='' •� ' : :: 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE CEILINGS WITH BRITTLE FINISHES y THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. r .• � r r'' `� .SERVED WITH FIXED STAIRS 30 psf (INCLUDING PLASTER AND STUCCO) �� h W4 �'i,' 4 STOOP ALL WORK SHALL BE PERFORMED IN STRICT ACC0RDANCEINITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES ;. ' �. st:•::•:;::;;;::•,:•e} 0 HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT,AND BEFORE FINAL PAYMENT SHALL EXT.BALCONIES AND DECKS 40 psf CEILINGS WITH FLEXIBLE FINISHES U240 BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF (INCLUDING GYPSUM BOARD) 21.Z'::::: :; COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. FIRE ESCAPES 40 psf �.. 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL �• t= ALL OTHER STRUCTURAL MEMBERS U240 N FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. ¢"A GUARDRAILS AND 16 200 psf EXTERIOR WALLS-WIND LOADS WITH uy 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THEa r HANDRAILS H/360 PLASTER OR STUCCO FINISH CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. a• - n - �6 GUARDRAILS INFILL 50 psf o aO 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES COMPONENTS ' EXTERIOR WALLS WIND LOADS WITH H/240 ►+'� WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. PASSENGER VEHICLE 50 psf OTHER BRITTLE FINISHES 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO SEAL: GARAGES ROOMS OTHER THAN 40 psf THE SATISFACTION OF THE OWNER ANDTO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTOR'S EXPENSE. SLEEPING ROOMS FLEXIBLE FINISHES HI120 100.(� EXTERIOR WALLS-WIND LOADS WITH 9. THE CONTRACTOR SHALL CONDUCT ALLWORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF DO NOT SCALE DRAWINGS C3� � ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR ALL RIGHTS RESERVED SLEEPING ROOMS 30 psf LINTELS SUPPORTING MASONRY VENEER �r 51 078 r4 Q'r �F l o r•oo' , OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, U600 ( MATERIALS TESTING,REPAIR AND ALL MISCELLANEOUS ITEMS. All drawings, specifications, and copies WALLS 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. thereof furnished by the Architect and his STAIRS 40 psf EDGE OF PAVEMENT Consultants are and shall remain their NOTE:L=SPAN LENGTH H=SPAN HEIGHT O 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS ROOF LOADING(LIVE_ �' SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR property. They are not to be used on this or GROUND SNOW LOAD) 20 psf a. For the purpose of the determining deflection limits herein,the wind load shall be permitted to betaken as 0.7 times the component and cladding(ASD)loads obtained from Table R301.2(2). 12. THE CONTRACTOR SHALL DETERMINE MD/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING any other project unless written permission is b. For cantilever members,L shall be taken as twice the length of the cantilever. HOBART ROAD PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. given by the Engineer and his Consultants. c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of ©COPYRIGHT 2023 glass or sandwich panels,the total load deflection shall not exceed U60.For continuous aluminum structural members supporting 13. THE CONTRACTOR SHALL,AT ALL TIMES PROVIDE CONVENIENT ACCESS AND edge of glass,the total load deflection shall not exceed U175 for each glass lite orU60 for the entire length of the member, SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. whichever is more stringent.For sandwich panels used in roofs or walls of sunroom additions or patio covers,the total load deflection shall not exceed L/120. 14. ANY MATERIALS OR WORKMANSHIP FOIND AT ANY TIME TO BE DEFECTIVE OR d. Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of H/180. SUBSTANDARD SHALL BE REMEDIED ATDNCE,REGARDLESS OF PREVIOUS INSPECTIONS. e. Refer to Section R703.8.2. 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES I OS-27-24 Design Development ment AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR"E"TYPE 9 p GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. No. Date Remark 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK REVISIONS AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR Title: SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME e NOTES ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. GENERAL E X 15 T I N G .51 T E PLAN 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20'-O"T-I SGALE I" 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. & SITE PLAN = = 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTSRUCTION. HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED Drawn by: RM Checked by: MAA Date: 11/25 20 Scale: As Note Job No.: 2000 Drawing No. r 1 ---------------------------; PROPOSED I , Ex INTERIOR REMOVE WINDOW 1 I I GXI35(W CX135 AND PATCH TO MATCH SHOWER (E) 2 GXI35 Z ;; EXISITN6 ALTERATIONS ' I GXI35(E) 10 (2) -a ( — SHOWER (2)2xI0 MODi EN Bo •x-1 x I I'-10!! Ex BED #3 40 K-83555-0 m M O D 102 S.F. 12 41 MO / _ BED #2 EX qb'HT. EXHAIAT 2845 HOBART ROAD // CL B� �y ° i Ex 1 g 6 S.F. SOUTHHOLD, N.Y. 11971 ° 122 a - _ o EX BOX - cr m ANEW FIXTURE I BOX MOD _ �� FIXTURE Tax Map #: O CLT n �o� ov p O 0400-281.00-01.00-070.000 ; I 14 SMOKEJG02 DET. � � SMOKE/G02 DET. q EX W/D R WG ----------------------------------� Voofz EX 17'-I I" b AND PATCH O MATCH EXISTIN6 EX ENGINEER: I I°I N EX qb"HTE EX BOX E-T EX 1p sr+oKE�cos vEr FIXTURE cv EX Ex MICHAEL ANGELONE PE LLC EXISTING CRAWLSPACE MICHAEL ANGELONE _ 1 _ 4 POND PLACE 01 OYSTER BAY, N.Y. 11771 RAKE T MOD o = TEL.:516.922.2024 FAX: 516.453.6002 _' E X MOD MOD � � m KI-T �1 m — � � 6 m R.O. LIVING FOYER i 206 S.F. 1 CONSULTANT: / EX 96`HT. I 218 S.F. 50 S.F. / 5'-0'� 54.. SINK PORCH �. N EX C16•HT. (t I - EX qb`HT. --i--i--'--i—i ❑ sr+OKe/002 VET. SMOK/W2 mT. 6= 'i_2=4==I =' RJM DRAFTING AND-DESIGNS 6 it.dl I f 1 0 EX (2)2x10 (2)2x10 (2)2x10 3 \ 3 D n n 5 ----.1--1--1--1--1--.1 7 O L D L A N D E R S C T " UEP3'-10" �- -�- TW28310 4 SMITHTOWN NY 11 7 8 7 TW283 TW28310 1 _ ) Q 10 w 2 s E TO REPLACE CL D o oe� / n ralph®rjmdesignsny.com RAILING TO NYS ITYN q 4 , (516) 818-5368 FAX (866) 789-7930 --------------------- NOTE: CODE NEW O 6 ALL NEW AUNDOWS IN EX. e N E 3 OPENINGS. CONTRACTOR PORCH / X Z o „ W Contractor must verify all measurements and 51 MODIFY( OPENINGS AND U Y v I conditions prior to beginning any work. 51 D I NG AS REQ'D V.I C \ O w m 0 ° o i 4 O Report all discrepancies to the Engineer in — — — 2 � t �r ,n writing. Plans subject to approval b all \ 12'- M O D 2' " v ,.Nr�- g J P1� Y --------------- REMOVE Z 1 MASTER 1 AWNING/ z I governmental agencies having jurisdiction. ----------------- The En y I I CANVAS W — Ex a6S+rF OD ) Engineer has not been retained for an ~---------- O / °z 1 S.F field supervision or inspection. His / 5MOKEJG02 DET. x 6 _ 2'-10" _ m responsibility is limited to the accuracy of the EX plan. The Engineer is further not responsible (2)2xI0 (2)2x10 (2)2x10 CUSTOMWj for any damage arising out of the contractor's OCXI35(W P3035 O 4'-I I"CX135(E) failure to execute the work exactly as shown O 4 5 6 on the approved drawing(s). EXISTING FOUNDATION PLAN 2 PROP05ED 15 !, T FLOOR PLAN OEM%= A-1 SGALE = 1/4 = I -O A-1 SGALE = 1/4" = I'-oil nnF• ,'.ram'?'�.� • 4'ROOFVENT-� ROOF WINDOW F SCHEDULE w & W EXT. N-� 0 0 D 0 0 R S C H E D U L E .k` z w z w W:Irmw w} 0 O WINDOW CATALOG MID `" a" W�" z ? a SEAL: F- (n 0 Liiv ink_-5 lnmfr F�w� C7 o U NUMBER :K 5 a 0 t—T cYi a s Q Q O o n z Q iz O C7 i� z�ln� 0aa ciu� coop w C7 F- MANUF. T.B.D. w W z o wl MOD LIVING TA28510 N DH it Z O z LOU U) a W DO NOT SCALE DRAWINGS m a m z g w o o ALL RIGHTS RESERVED w �"� TW28310 N DH N o w � U Cl) a � v m - MOD MOD MOD MOD W3 TW28310 N DH z W � (n g Q Q w Q w Q All drawings, specifications, and copies CL BATH w m IY W = Cl) w U) > w > � g P > p KITCHEN BATH O 1U U w w w = w I- < w � Cn 5_ - w W thereof furnished by the Architect and his dU � ,- = Q CO YQ W YU � p � 2 2" ^V "V "V V O N 2 W it - h_ Cn W z U d N U Q 0 N II W4 MOD MASTER CX155 (E) Y GA L 0 U) F- Ir ►- O z = REMARKS o a o z o o Consultants are and shall remain their z^v zw z"v z z^v z^v ^v . NK uv re P5035 N PW DI 2065 PR property. They are not to be used on this or J any other project unless written permission is w.c. w.c. GXI35 (Fa Y GA R w D D2 4068 SLIDER given by the Engineer and his Consultants. c.o c.o1 c.o 1ST FLOOR c.o � c.o c.o vrr MOD M. BATH GXI35 (Fa Y GA - R D3 2668 PR ©COPYRIGHT 2023 WASHER B SH — CO z•w z^w L z"w z"w z"w 2•w z"w z"w s.s We MOD KITCHEN GXWI3 N GA R 04 2065 P s^s rw z^w z"w P . c.0 ►"+q MOID. BED #2 GXI55 (E) Y GA L Ds 2668 W10 GXI35 (E) Y GA L Db 2068 P AIR L 2668 PR VENT w (I,)Il MOD BATH GXI55 Y GA CRAWLSPACE VV12 GXI35 (E) Y GA R D8 2068 PR BUILDINI; 10413 MOD BED #3 GXI35 (E) Y GA D4 2068 1 05-27-24 Desl n Development TRAP R POCKET PR g p CONNECT TO .1 C.O W14 GXI35 (E) Y GA L 010 (2) 2065 FRENCH P D No. Date Remark EXISTING S.C.DRS.APPROVED SYSTEM oil 2668 PR REVISIONS NOTE: SLIDER NEW FIXTURES TO COMPLY W/NEW YORK STATE D12 4068 D Title:• D.E.C. REQUIREMENTS FOR CERTIFIED WATER EX. FND'D SAVING PLUMBINGING FIXTURES TURES NOTE:SEEELEVAT S RILLEDETAILS. WINDOWTYPES: NOTE:ALL WINDOWS DBL.PANE LOW E W/ARGON GAS. AWING (E)=EGRESS MEETS OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OIPENABLE `H-CASEMENT PROP I S T F LR AREA OF 5.7 sq.ft.,CLEAR OPENABLE WIDTH OF 20"AND CLEAR OPENABLE:HEIGHT SL-SLIDING HUNG NG SWI 6 SIDE NOTE:ALL INTERIOR DOORS TO BE SOLID CORE MASONITE -6 PANEL COLONIAL b FONTRICK or EQUIV.OF 24".[COMPLIES R3101 PW-PICTURE WINDOW 1NTER10R ALL HARDWARE OIL RUBBED BRONZE y PLANS & DETAIL S NOTE:CONTRACTOR TO VERIFY SIZES FOR ALL REPLACEMENT WINDOWS IPRIOIR TO T-TRANSOM 3 P L U M b I N G R 15 E R D 1 A G R A M ORDER. INSULATE&FOAM AS REO D BOW-BOW UNIT EXTERIOR NOTE:DB KEYED ALIKE BAY-BAY UNIT FWD-FRENCH WOOD DOOR Drawn b RM Checked b MAA A-I SCALE =N.T.S. SKY-SKYLIGHT Y y: REPL-REPLACEMENT WINDOW Date: 11 25 20 Scale: As Noted CONTRACTOR SHAL SUPPLY HURRICAN PLYWOOD PANELS AS REQUIRED BY BLDG.DEPT.(IF REQUIRED) Job No.: 20002 Drawing No. A- 1 II t . PROPOSED INTERIOR ALTERATIONS 2845 HOBART ROAD SOUTHHOLD, N.Y. 11971 Tax Map #: 0400-281.00-01.00-070.000 ENGINEER: Ju MICHAEL ANGELONE PE LLC MICHAEL ANGELONE 4 POND PLACE OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 FAX: 516.453.6002 -------------------------- - - -- ----- _- -- 4 - - - - -- _ CONSULTANT: / \ `V ! ,wS,'.(� `JAL /,,� .iCfi• �" yJaw— III '4 RJM DRAFTING . a, AND—[DESIGNS ^-"' S — ..� ' ��,'� I r�:)V �;�c"��' ,# Yy�� .Ar.1.,.^e.v . . , y-.7^n..n+•�1 _f. - - - - - 7 OLD L A N D E R S CT �uw Liu S M I T H T 0 W N, N Y 1 1 7 8 7 __ - :,-' _ a .l-++-- =mot-. :f .!• vv`,. ! •.i _ - - :•!:• rx�-:- 1:-•l'+ -};- ti..y.�--.4�.i:•r - ' .'._ _ • .. '_:-•c ti±'<° _ - _ `:'= {. i. 'r ralph®rjmdesignsny.com - (516) 818-5368 FAX (866) 789-7930 PROP05EDFRONTELEVA ION 2 PROP05ED R1 I� ELEVA ION Contractor must verify all measurements and T ROT T conditions prior to beginning any work. A-2 5GALE = 1/4" = I'-O" A-2 5GALE = 1/4" = 1'-0" Report all discrepancies to the Engineer in writing. Plans subject to approval by all governmental agencies having jurisdiction. The Engineer has not been retained for any field supervision or inspection. His responsibility is limited to the accuracy of the NOTE: plan. The Engineer is further not responsible �X I ST I NCB ROOT=I NCB, SIDING for any damage arising out of the contractor's TO REMAIN MO1D IYS failure to execute the work exactly as shown REOU I RED W.F. 'F• on the approved drawing(s). z ,r 1 - • r SEAL: I-M DO Y 9I� ; ti_ .1•� �,.,F:��. 4 H 4 Ifl O SCALE DRAWINGS M ;, ,,;% , ;: ,., s / ' ALL RIGHT w S RESERVED t , and p All drawings, specifications, thereof furnished b the Architect and his � copies Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is given by the Engineer and his Consultants. ,. 111 ©COPYRIGHT 2023 :•• ` t =f' :a:•i..., :�. ter,. ::._ :i.- - w:� _ _ _ �1...`•ji+ -}.•H• '' •'i_i `-a'y •.; -_}>w -Ste .}.':_r -•` 3 PROP05ED REAR ELEVATION 4 PROP05ED LEFT ELEVATION I 05-21-24DesIgnDevelopment A-2 5GALE = 1/4" = I'-O" A-2 5GALE = 1/4" = 1'-0" No. Date Remark REVISIONS Title: PROPOSED ELEVATIONS Drawn by: RM Checked by: MAA Date: 11/25/20 Scale: As Noted Job No.: 20002 Drawing No. A-2 PROPOSED INTERIOR ELECTRICAL/LIGHTING LEGEND ALTERATIONS SYMBOL MANUF. MODEL# BULB REMARKS =0 LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(IN ADDITION TO THOSE REQ.BY CODE) =0 LEVITON QUAD RECEPTICAL,DECORA,WHITE =0 LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(SET @ PICTURE LIGHT) 2845 HOBART ROAD =@ LEVITON DUPLEX,FLOOR OUTLET SOUTHHOLD, N.Y. 11971 MR. =0 LEVITON GFI,DECORA,WHITE INSTALL PER E3802 Tax Map #: -@ LEVITON GFI,QUAD RECEPTICAL,DECORA,WHITE INSTALL PER E3802 0400-281.00-01.00-070.000 =@ LEVITON GFI,WEATHERPROOF RECEPTICAL INSTALL PER E3802 Tt"USB LEVITON USB,WEATHERPROOF RECEPTICAL INSTALL PER E3802 ENGINEER: USB LEVITON USB,WEATHERPROOF RECEPTICAL INSTALL PER E3802 MICHAEL ANGELONE PE LLC SPECIAL PURPOSE CONNECTION-APPLIANCE,ETC. MICHAEL ANGELONE {f} LUTRON SINGLE POLE SWITCH,DECORA,WHITE . 4 POND PLACE {f} LUTRON THREE WAY SWITCH,DECORA,WHITE OYSTER BAY, N.Y. 11771 { TEL.:516.922.2024 FAX: 516.453.6002 LUTRON FOUR WAY SWITCH,DECORA,WHITE LUTRON THREE WAY SWITCH,DECORA,WHITE WI SLIDE DIMMER CONSULTANT: LUTRON FOUR WAY SWITCH,DECORA,WHITE WI SLIDE DIMMER a FA LUTRON SINGLE POLE SWITCH,DECORA,WHITE WI SLIDE DIMMER � SENTRY TIME SWITCH EX "R A 40 RJM-DRAFTING � s HALO HL618TAT EQI65 ENT 6"RECESS HIGH HAT-WHITE RECESSED LED TRIM SHOWER ARID-DESIGNS }, 4 HALO H-9951CAT EQI65 W 4"RECESS HIGH HAT-WHITE RECESSED LED TRIM RT II ss HALO HL6'121CAT LED 6"REILINGSS HIGH HAT-WHITE RECESSED 6"SATCO GIBMLE S9473 FOR SLOPED _ —_ SHOVER 4"RECESS HIGH HAT-WHITE RECESSED 4"SATCO GIBMLE S9463 FOR SLOPED s KOHLER MEMOIRS s o 7 OLD L A N D E R S C T HALO H-9f151CAT LED CEILINGS MOD 66�" / w MOD S M I T H T 0 W N, NY 1 1 7 8 7 K-833:-0 HALO H1499T VOLOTAGE RECESSED SPOT LIGHT BED 3 m � BED 2 ralph®rjmdesignsnp.com HALO H-9Ei51CAT LED 4"RECESS HIGH HAT-WATER TIGHT WHITE RECESSED LED TRIM TL410WH 1 O q6'HT. / M�0 D _*, �?, 139 S F. (516) 818-5368 FAX (866) 789-7930 S / C L B I i — I �O 1 Ex EX a6"HT. �Ex7 HALO H-MCAT EQI65 W OUTDOOR FIXTURE,OWNER TO SUPPLY,CONTR.TO INSTALL I 122 &E,)- LV / Contractor must verify all measurements and QA _ 75 W A BLUB WIPULL CHAIN I M 0 I / s � conditions prior to beginning any work. 0 LED UNDER COUNTER LIGHTING SHOKWCO2 VET. KL sMOK cos VET. Report all discrepancies to the Engineer in JUNCT.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL 69 writing. Plans subject to approval by all 4 WALL JEM.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL EXH ALL � governmental agencies having jurisdiction. SCONCE Ex a6"HT� 4-F40 Ex EX @ VET The Engineer has not been retained for any LAMAR FLUORESENT (WRAP AROUND) TRACK LT.FEED FIXTURE BY OWNER @ FAMILY RM TRUSS ------- field supervision or inspection. His -� WHISPERCEILING E ------'--- --------- --�,�,- ---'- _db responsibility is limited to the accuracy of the LJ PANASONIC FVa08VQ5 80 CFM -V.I.F. - 4"HARD DUCT TO EXTERIOR BY ELECT.CONTRACTOR �� RING FLOOD LIGHT CAMERIA MOTION SENSOR-DOUBLE HEAD-WHITE SMOKEICO2 DETECTOR-DIRECT WIRED,INTERCONNECTED w/BATTERY BACKUP plan. The Engineer is further not responsible R AKF EX ST MOD for any damage arising out of the contractor's �T �s MOD MOD � Kt0- S.F. — R.0. failure to execute the work exactly as shown .n LIVING FOYER /� EX46"HT. j SINK PORCH pp g� DCEILING FANILIGHT-STYLE COLOR BY OWNER 916 21 8 S.F. 50 S.F. / on the approved drawin s EX W HT. EX 96'HT. I= ❑ SM01X-JC-02 VET. 5MOI�JG02 VEr. / I' 1 I—~ ( \i As 24 bW CABLE/TELEVISION OUTLET 1 Hord COMPUTER HDMI OUTLET sED COMPUTER DATA OUTLET TELEPHONE JACK-CONFIRM SYSTEM WITH OWNER NOTE: FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO I-LOCATION AND TYPES OF RECEPTICAL LIGHTING,AND ANY DIT SPECIAL OWNER REQUIREMENTS. CL I TY �}�+�' ALL RECESSED HIGH HAT FIXTURES TO BE ICAT-INSULATED CE-ILING AIR TITE. NEW s PROVIDE LED TRIM KIT PORCH E NEW C L SEAL: PLUMBING LEGEND 6 DO NOT SCALE DRAWINGS SYMBOL REMARKS \ MOD v Fed r T ALL RIGHTS RESERVED HB HOT WATER BASE BOARD 1 MASTER I HHB HIGH OUTPUT BASE BOARDI 141 S � All drawings, specifications, and copies S.F. SOD 1 CBB CAST IRON BASE BOARD1 Ex O HT. H thereof furnished by the Architect and his Consultants are and shall remain their i / SHOOqUCO2 VET. /HV HYDRO VECTOR @CABINETRY REG.POWER 1 S.F. property. They are not to be used on this or � __ _,_ _ o SR SUN RAD(4)SECTION OR AS SPEC. s �— any other project unless written permission is E given by the Engineer and his Consultants. —• WS WATER SPICKET FROST PROOF ©GUSTOM COPYRIGHT 2023 ------------- PROPOSED WASTE LINES HN.A.C. LEGEND SYMBOL REMARKS PROPOSED 16T FLOOR MEP PLAN_ AH AIR HANDLER „ _ I 05-27-24 Design Development Iu�IEP-I SGALE = I/4 - 1'-0" HWC HOT WATER COIL No. Date Remark ® PROPOSED RETURN REVISIONS - c SUPPLY Title: LO-, DISCONNECT PROP. 1 ST FLR NOTE: 1)ALL SUPPLIES,RETURNS,TONAGE IS THE FRESPONSIBILITY OF THE TRADE TO CONFIRM SIZES&LOCATIONS;THAT HAVE BEEN ELECTRIC PLAN INDICATED ON PLANS.SUBMIT CHANGES PRIOR TO Q�r CONSTRUCTION FOR REVIEW BY ARCHITECT.. (.X.� DETAILS 2)G.C.SHALL HOLD ALL PIPES TIGHT TO WALILS,GIRDERS& WITHIN BAYS.SOFFIT AS;REQUIRED. Drawn by: RM Checked by: MAA 3)MAINTAIN MAXIUM ATTIC SPACE FOR HOMEOWNER Date: 25 0 Scale: As Noted Job No.: 20002 4)ALL PEX OR COPPER TUBBING SHALL BE DFRILLED THRU C.J.,R.R.OR STUDS, IF NOT APPLICABLE ALL FRUNS SHALL Drawing No. FOLLOW DROPPED STRUCTURAL MEMBERS&DUCT WORK. 5)"MARKED-UP"MEP PLANS SHALL BE SUBMFTTED TO ARCHITECT FOR REVIEW MEF - 1